64-538 - 18 THORNDIKE STREET - CONSERVATION COMMISSION DEP 64- 8536
- - - - - - - - - - - -- Plans
NOTES
/
1. LOCUS IS SHOWN ON SALEM ASSESSORS MAP 37, LOT 38. PROPERTY LINE AND TOPOGRAPHY PER NORTH SHORE
Q eNvout-s.ze oPs a SURVEY CORP. ON-THE-GROUND SURVEY COMPLETED MAY, 2012.
(13"AOPJ J /
2. DEED REFERENCE (RECORDED AT THE ESSEX COUNTY REGISTRY OF DEEDS): BOOK 25416, PAGE 211.
/ I
/
3. THE SITE WAS USED PREVIOUSLY AS A CONTRACTOR'S YARD WITH BUILDINGS, PAVEMENT AND STORAGE OF
s CONSTRUCTION MATERIALS. IN 2006, THE SITE UNDERWENT AN EXTENSIVE CLEAN-UP OPERATION IN ACCORDANCE
WITH DEP'S RELEASE ABATEMENT MEASURES (R.A.M.) PROJECT RTN#3-25741 AND RTN#3-26035 CONDUCTED BY
GULF OF MAINE RESEARCH CENTER, INC. MOST OF THE SITE WAS EXCAVATED AND CONTAMINATED SOIL REMOVED
(approximately 3 to 5-feet deep). THE SITE PRESENTLY IS UN-DEVELOPED (with the lowered grades as shown on
Salem MEAN HIGH WATER /g: #14 � this site Plan as the present-day topography).
\ FEMA A2 ZONE '\ HUBON STREET 4. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON NGVD OF 1929 (MEAN SEA LEVEL = 0.0) DATUM.
(elevation 4.4) NGVD ` �`' % a' i
°a �\ (elevation=
f0) NGVD v \ v.aP a:. LOT az
/ 5. THE FEMA A-2 100-YEAR FLOOD BOUNDARY LINE IS FROM FIRM COMMUNITY PANEL #250102-00018 DATED
TOP OF COASTAL BANK TOMB
( ) • . \\ 100-FOOT INNER-RIPARIAN ZONE AUGUST 15, 1985, PLAN SCALE 1"= 500'. THE BASE FLOOD ELEVATION IS LISTED AS ELEVATION 10 (USING DATUM:
(top of existing seawall) -'-- ° - • • • "\ \ (measured to top o f river bank as NGVD OF 1929).
1 / ' / CNH RIM=11.0.1 /
\/ � fNV=5.37 CCi,'�"\ .\ / determined by Gulf of Maine Research 6. WETLAND RESOURCE AREAS AND BUFFERS ZONES: TOP OF COASTAL BANK, RIVERFRONT AREAS: INNER AND
�N / '\ cci�' \\ Center, Inc.) PREVIOUSLY DISTURBED/ALTERED
OUTER RIPARIAN ZONES WERE DETERMINED BY GULF OF MAINE RESEARCH CENTER, INC. AS SHOWN ON A PLAN
, • � PREPARED BY NORTH SHORE SURVEY CORP. ENTITLED SITE PLAN OF LAND DATED AUGUST 9, 2004.
82LF SILT FENCE EROSION \ \ \ / / THRU CLEAN-UP (R.A.M) PROJECT RTN#3-25741 &
m #10 ' °„ CONTROL (limit of work line) \'\ RTN#3-26035 (October,2006). 7. THE FOLLOWING NOTES PERTAIN TO THE UTILITIES (AND OTHER IMPROVEMENTS) OUTSIDE OF THE BUILDINGS.
+10.4� \ \ ` ' `, E AREA=7,867.fSF (between 0 ' and 100 ')
\ e \ \ THIS PLAN DOES NOT SHOW ALL UTILITY LINES (AND/OR UNDERGROUND CONDUITS) SINCE FIELD SURVEY WAS
o f ' F 10.4 ``'` x L P
fl •� /1 r` P ,,,, 1e s�•j •4r / ` \ PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY
- +L P:10.1 ;; � t0. \ LINES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION. PLDE DOES NOT
/
INSTALL LEVEL #19 pG °" ocVc \ CERTIFY THE PHYSICAL CONDITION OF EXISTING UTILITIES. PRIOR TO ANY SITE WORK, THE SITE CONTRACTOR SHALL
gym/ • / SPREADER \ , �Y. A'=l
n, i90.4% , NOTIFY DIG-SAFE AND VERIFY LOCATIONS OF ALL UTILITY LINES WITHIN THE PROJECT AREA. PLDE ASSUMES NO
(SUBTLE \` \ /V RESPONSIBILITY (OR LIABILITY) FOR ANY BROKEN (OR DAMAGED) UTILITY LINES BEFORE, DURING OR FOLLOWING SITE
°, / • 2 /; CRUSHED k .. HURON STREET P ;..
° % +10 4/ STONE BERM ¢ > �Slyq� WILLIAM SEMONS \ `��'`�.\ • O ° \ EXCAVATION/CONSTRUCTION.
/ / �. ...... \(7>g. \ sa MAP 37, LOT 41 / \ /f s,°,•M \ \ \
/a/ / y� y� \ S!o \ a J �0� �� ANY AND ALL CONSTRUCTION MATERIALS, METHODS FOR INSTALLATION AND DEMOLITIONS SHALL COMPLY WITH ALL
°� • ° w / i. / �� .... pP O ' \ °stn PK • \�`. /V
Nr .14 . •°l / �C /� h -_ ) _ o • )`.\ ` '<,. y \ LOCAL AND STATE PERMITS, LOCAL AND STATE BUILDING CODES, CITY DPW/ENGINEERING DEPT. SPECIFICATIONS AND
\j ((1` }`_ ;+" '/ �.Y j�' // / i?;✓ - � � � \•'• ` A.o'' / / `\ J .�°' ,/ \.\ \.�\ z� \ HUBON STREET / CONDITIONS, MASS. HIGHWAY DEPT. SPECIFICATIONS, AND GOOD ENGINEERING/CONSTRUCTION PRACTICES FOR
MAP 37, LOT 43 SOLID/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. FINAL LOCATIONS AND INSTALLATION OF ANY NEW
/ A
-� ry 0\ �Phc / tis / °s hQ r\\i° rc1�e \ \'\ '\ \ a / (OR REPAIRED) UTILITY LINES ARE SUBJECT TO THE APPROVAL FROM THE CITY.
-77
/ > S °Onp
cn \ `� , \ 5° / THE CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH (PER MHD SPECIFICATIONS AND COMPACTED TO
t? `\` \ INSURE NO SETTLEMENT) AS REQUIRED.
44
1 3 f,'� � � \^ \ � qSs • °\ h° FGE=14.82(appros) , °5� � o- \ `s h0j"\. „ .,ph ` su THE SITE UTILITIES CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE CITY OF SALEM ENGINEERING DEPT. AND/OR
^O # / % / q/ �/ a / +12.3 / 72S.\\`�7�'� FpS \ ` \ / M1� �� s �•} ° ' \ /
/`-( FDE=13.50 / LP.* \ \�h• a n"� ., d r y°Y {'l 4w ;,
6C \ CITY DPW FOR INSPECTIONAL SERVICES. THE SITE CONTRACTOR SHALL COORDINATE WITH EACH RESPECTIVE CITY
\IZREL ATE ota ' sh° DEPARTMENT FOR REQUIRED APPROVALS AND PERFORM REQUIRED TESTING PER CITY SPECIFICATIONS FOR THE USE OF
° / / / / / / \ 9\F poi\\ c sp' tp / \ \ A a / EACH PROPOSED UTILITY ON-LINE.
le
/ \ / FGE=14.11(appros) of r° \ y
/ /xi°' / �o \��\ ro, 0 // t0°1o4P ..29 . PROPOSED VGC °,r / PRIOR TO WORKING (ON-SITE AND/OR INSIDE THE ROAD RIGHT OF WAY), THE SITE CONTRACTOR SHALL OBTAIN
r//+10.4 ; / / / \ , A��•". ,S, ° ps ' 4 3:5'WIDE CONCRETE s'a \7 / �' o / \ `� \•. #17 a °ho, g�'° SIDEWALK
"'o, NECESSARY PERMITS TO PERFORM SUCH WORK. THE SITE CONTRACTOR SHALL CONTACT DIG-SAFE 0
4 7 `� �� /00 A' l 'c0 r� Yan °o` y� s� Pi `'.
#, I / / o' \ \ v c \ \ 5 t 1-888-344-7233 AND/OR THE RESPECTIVE UTILITY COMPANY PRIOR TO COMMENCING ANY UTILITY OR EXCAVATION
/ \\` HURON STREET°' #'S 4° ry$� P.°y o�° e:.p°dd�eK \ \ WORK.
•10.4 /1 / - 90 \ \ \ PATRICK MURTAUGH ' HURON STREET EX: :.m d, o \B ``` `�. w< 4°. e �'
% I # +12.8 / \ \ 12.55 ► =a
/// v MAP 37, LOT 40 /
�) p ° / \ \ \ i 1 MICHAEL 2 KATHLEEN C0007,ELLA �C:1T 4 `\a ��0 .. AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL
l/ I 12.1+ o
MAP 37, LOT 39 \ 9• ''t'° 'tom .,� '
+10.4 / % I / cs �_ '�, / FIELD CIRCUMSTANCES (AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL STATE
+LP:,o.,,.\,�% I / 9 548tSF \ 2a a `�' I _� /
N I / ,, - \ \ / • • FGE=15.77(approx) �;° P° ° \ NEW �E c '° BUILDING CODES, MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES
l�3/ \ 12.55 \. (per City spec) 7t"' i
4 'if104 / / FFE=14.00 f • \ \ / \ avoid ex.sery a connection 8 1 '1., TO THIS PLAN ARE THE RESPONSIBILITY (AND LIABILITY) OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT
77 , l� �f INSTALL LEVEL I / +13.0 �\� 90\t�S \ . / �` iter. re-connect) ., "�i, �'v.• PLDE APPROVAL SHALL AUTOMATICALLY NULL AND VOID ALL CERTIFICATIONS ON THIS PLAN AND ACCOMPANYING
SPREADER I INVout=6.0 \\\ •":, ` '. o� \ \SYm ffiY 1Y.0 ° j' / DOCUMENTS. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR FIELD CHANGES MADE WITHOUT PLDE APPROVAL.
h �.�, •, � ° (SUBTLE I v v Q +11.95(match
o \ F CRUSHED I / \ \ _o "`J. \ - oQ ( ) _4 74 / 4�, /i •
/ .°°°see w .A� v . STONE BERM I v / _ / +13.05 Oar �- z° V / •
v A / ,3v Csj��' Vi 8. CONTRACTOR TO DRAIN RUNOFF AWAY FROM ABUTTING PROPERTIES. GRASSED SWALE BOTTOMS TO BE SLOPED
CO • \\ \ "� .._ \ ;° �kq /' \, / 1% MINIMUM. SWALE BOTTOMS SHALL CONSTRUCTED SO THAT WATER DOES NOT SIT ON THE SURFACE OF THE
12.05+ I � 1 \ \ \ \!1° /�.° �S�/ / / 's*; \ \e•/ GROUND.
/ ( \ \\ ° ° / wG \
\9.0 ,a FGE=12.75 \ \ Ia� hea
��_ °� 9. CONTRACTOR TO INSTALL A CRUSHED STONE BED UNDERNEATH ALL DECKS.
s\\�-\ $ _-----I\.1>3. ••����riy9VT\"sR• O\�,�o\v• • • _ - \\ / / � i - � \\v v 4_ \73' \► 2\ �\�vtzs�°v�z`` \�\ Sv�\'Ivwin tree o: ° / :a , � i / o.��l� /
�• 12.7 C 2010 RMAIN % /_ /��"//"� / !\/�%;ry.'•//-\//
//'/�•-////°o�
-
'
/xo•/�\•L
/ f possible) +13.2 P
°. •r;
°„.
�
o
,z.7oZ FEMA A2 ZONE 13.0
oFDE_14.5o 12.5 ,(4Zevat ) A
#s s1185RELOCATE O\ ^ 3 12.40 P44 C� COASTAL BANK TO ) 12.1 _ -4
12.6� / ,20. \
/ ( agge by Gulf Of Maine �zq -,2.5- -
7 v <= FFE=15.00o: �..
-
OORResearch Center, Inc.) I e 00 STEEL REBAR POSTS SET 10' APART
h TO REMAIN FGE=12.45 WRAP ATTACHMENT
13.1+ (if possible) CORD AROUND UNDESTURBED DISTANCE
M 4
S�1 q ^ POST TWICE (SEE PLAN)
13.2+ ti � .3 S ,AG �- -
' ry y� j
#22
..� � I ,810±S1' / - �� ei/ /� ia�^ FINISHED - 1 DOWN GRADIENT
a .� / \ Hp; GRADE
,3.2 / ' /I� rd' 5' TO 10'
^ e ° • FFE=15.00 EL '4: -
/ _ I / 4 .'n 72 +_ _- - - - - - _ ' 120- \ MARAFI FABRIC z WETLAND RESOURCE
INVout=5.64 .r
/ I o , �y� � '� `� .. (WATERSHED DIVIDE / i , ? AREA
�► l TRORNDIKE STREET I o ^ v � ) / ' • ; `�
INVout=6.0 COMMONWEALTH OF AMS..ACHUSETTS / / SPOIL
FDE=14.50 \
l / MAP 37, LOT 26 4, - �\ . \ - _ - A / / 24<F / .• /ya / �,/�
/ / I I • // 40A � / /
(a
mint,-s ) �� \� � � � / �SQ • , � V ��V��v a
Hp; y FGE=11.85 - -1 _ - -� / 'Q3S�/ • / INVin= �/ ,1 BURY FABRIC 8" MIN.-
. / 1 .1 .'. i
/ / :d 1 IN GROUND. DO NOT
/hed 2 /2 O - ' \ - - -12.5- - / \\ / • 0; / PUT SPOIL ON WETLAND
/ o I A i° / A so v - i d / SIDE OF FENCE
0- - - - N J /
••'I �: I \ ' y/ 9 � � � J` i�•r \ -INVi =N.42(ex.)
\ / I n=5.40 . NOTES:
•`' l l l / / ( ) ><� \ i 7''P 10 / // -INVi =4.40(ex.) 43
+11.80 � _ _ � � /co 1 � � � � � / / � / CF 1. CONTRACTOR TO INSTALL TEMPORARY SILT FENCE EROSION CONTROL LIMIT OF WORK AS
/ I o°�° SHOWN ABOVE AND HAVE IT INSPECTED BY THE CONSERVATION COMMISSION PRIOR TO ANY
DYm 1trY 12.18 / % •' t �� 4S� c �/ •' / \ ! %/� S�'O�\ EXCAVATION OR EARTH REMOVAL ON-SITE.
INVtn(0-8.73 ! : I °°^ • J �o`
1NVin(b)-8.81
#14*
rNVout(c 8.38 / l o •/ y 70°. . �•. •�• j \
1- R3S ` 2. CONTRACTOR IS RESPONSIBLE FOR INSURING EROSION CONTROL IS PROPERLY MAINTAINED
#20 r / FGE=13.83(approg) \ / \ AT ALL TIME IN ACCORDANCE WITH THE ORDER OF CONDITIONS WETLANDS PERMIT) AND IN
1r•Drai ct1P a .o ! "� \ / j \ O �O$ / // 3 / \ GOOD OPERATING CONDITION. EROSION UNDER SILT FENCE IS STRICTLY PROHIBITED.
/CB NVauty 94 B{1� � - " >':, ,� THORNDIKE STREET e �� / \ -, , \\ / • . , % i, %
.' ALFRED FALKOWSKI 3 • \ �5 \ / / 1 /' / ♦ 3. ALTERNATIVELY, A SILT SOCK (STAKED IN GROUND PER SCS SPECIFICATIONS) CAN BE USED
% \ �F ° INSTEAD OF A SILT FENCE.
+° MAP 37, LOT 27 C / i
' ` \ \ • ' /
FGE=14.59(approa) // ,' ;-° v %'\�
PERMEABLE
1' ' / ° / - SILT FENCE DETAIL
`/ \\ Oso STONE BED (TYP) I / G \ X11 /' \\
PAVERS SET CRUSHED e • / �i
4 go yJ,i
�19P
'°soya, �( `Zp '/ .,./ 'CROWNED ;.• ^'�. • / / / INyIn= 7(ex) i
T t s/p v DRIVEWAY. : • /
l �� "•°/ \ / 200-FOOT OUTER-RIPARIAN ZONE- _ +,o.s
/ c `
-REMOVE/ / �� #1V (measured to top of river bank as \ y�° �10� / / / s� ���aIt
NEW ASPHALT:APRON
j °OLN RIM-12.20 a \ ( ) ,°� ' THORNDIKE STREET determined by Gulf o f Maine Research / 35
LL / !7NVt a-sso 0 4° match to ex iaad , �° / igr v � CS 10.8+
INVout-3.30 J / / MARIA ALIX Fa -
/
"v'• :- s'� a /• Center Inc.) PREVIOUSLY DISTURBED/ALTERED THRU
o". , .. \ . MAP 37, LOT 28 1
°c �\ c' i ° .t`' CLEAN-UP (R.A.M) PROJECT RTN#3-25741 & RTN#3-26035. -
/ c�ys \ , , SAh°\` �' i „° / ( AREA=13 377±SF (between 100 ' and 200 ') / /f + /
a rNVout_7rzos ° ro..��•} oc a sa `" .. o`0a.°� 9,4 \ / FGE=13.37(approg) yL7.7+
M \Yz�A App=J\ , r�se�o •�" F o �/ ` \. � \ ,
\ ` .� • NEW ASPHALT APRON
N .•\ ?. • . a (match to ex.road) 10.6
e A `' *� 16"hemlock o /
:a. 100-FOOT BUFFER ZONE 'N° +,;:4 h� JV /
/= \ (mal Y. A p 3
N measured m TOCB '` ` '°` /� o / / NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION,
�'�'
( ) 0 / / THIS PLAN IS FOR PERMITTING PURPOSES ONLY.
°, Uo � i V` • INSTALL HC RAMP aP �
z en°n;1 a \` (adjust �O atch ex alkwtlj) \ \ .. ' `ad \,- / /' / ,'M OF M4S
\ P �°_ \i ' 3MN ,3aTHORNDIKE STREET /l % o� I P s9�
/NV 2/3 P / P 9 \ °
a / e k \ ! \ INVin 4.55. °pb EDWARD & DEBRA 0'BR/EN (REMOVE) ° i / ' r scorT IAN m
`'\. \ °m... ........ Sa \ CS 1 0° ,\ ksc A 1 siy �o MAP 37, LOT 29.
9 / o CIVIL
\a+
FGE-13.8 � ICRO'*ED No.33888 y
9(appr g) �o
4 /\'\ .� slim tum--f2.1a ` \ \ ,° DRUVEWAY /
fNV-2.24 •`\ `',w:. \ Cd « P� T)
D / ` `•. `.. ``.�\ \ "`. /mss' / / ,r`. \� N0. DATE DESCRIPTION
a0 / \ \' \ `/ ,t°, �' `01 ;° \ , THORNDI#12<�f.ISTREET ./ 24"mcpi<
:•" `�,7 TO REMAIN SITE PLAN
/ \. 1 \ \ \ \ O cQs 40 ��" ° \ °� / 0'/ (If possible)
:. \ PETER ac BARBARA PLECINOCA i o
W / #21 / �Q1� \ �\ �'�� \. ''�\ s/'h°, � MAP 37. LOT 30 / % :o ja\ \ ` FGE=13.17(approg) , ; -i TO ACCOMPANY A
e/ \ '+, `
/ HORNDIKE ST ET '\°°'en P \ s�4°Y ,�j•3 " , I� ✓ ° shed
O MAP 37, LOT 25 � r con �\. `�. � �' �Q•°Ae / °H,• \ GRADE SIDES OF DRIVEWAY`
/ INTO A GRASSED SWALF
/ , 9q \ $ ' \ �'2•�, `yq� ` \ THAT NO RUNOFF FLOW'
NOTICE OF INTENT APPLICATION
.\ � ABUTTERS PROPERTY. o^�.°•" m // ' �,o
W \z y ° !.& for
3 NEW
/ \\ . `♦ \ \ \-� carp' :°t#� ��5� Y°° o s /y�0
H / / `\` J 4Q• �=J\ ``\. \ \``.;O \\ \ \ +.sr;�9 9 °soy9jf `\ G°ay °h /, �a,//
>5 so°a � \ \ 4'fP. ' \: �., ;! �� SINGLE- FAMILY HOUSES
w t; ,�
a.
\ / a within the previously R. A. M. disturbed altered
THORNDIKE ,o,.. 9n, � : p
STREET O,YP C4hb\ \ I \.\ ° °A / \�_ 0m //� #v tE P Y
Z / MAP 37, LOT 24 \'\ \1 '�'°J '` \ ``�� '''.. ` �" ° % % % / m Inner and Outer Riparian Zones)
/ '`�� \ \' \ \ \ 40P / . , THORNDIKE STREET a
/ \ .� / so
MARC.4RET & RICHARD SMITH 4 at
O / / DYX R/Y-ii MAP 37, LOT 31
# 18 Thorndike Street
/
#13 /, �/� FGE=13.48(approz)
o \ \ /
> / • \ (match ex.ro d) // 1
THORAMIKE STREET ��: \' � �/ Salem Massachusetts
f /
MAP 37 LOT 23 \ +st \, \
/ \ •"so \ \ \s.. (matgh)
0, ° Date: June 20, 2012
.,\ %} i/ �a GRAPHIC SCALE PLDE#11-18 scale: 1" - 10' sheet 1 of 1
C13PAe,f \ \ \ �, 4° °° ' ' a\ a ° s a =a '° Prepared for: Pasquanna Developers, Inc.
`.bac _ t.' ,�'•.....
/ VC / 31 Collins Street Terrace, Lynn, MA 01902
4 `. \ `. ;�+ 43 \ IN FEET 3 +� (� p TTK� T 7
oaf\ %HI 10.31•\ \WG \ \ \..` \.` / •qe� `L //C°hn \\ / 1 inch _ 10 ) ft. '�tr lJ t.l ' 1 A ROWICZ
N , \ AQY t ea ° \ NEW TEE \ ` ieY:d'•.y ..'kP^ LAND DEVELOPMENT ENGINEERING MassDEP FILE:
a �•a r d'y \. \ ` �i s^e, r3 14 Brown Street, Salem, MA 01970
c
„ '•. .. \ ,v (978) 836-6400 #064-
U
O
U
/
INvovt�s.,G
(16"Flo) INVmd=3.14 . \�
Salem MEAN HIGH WATER �Q (3e IttP)
4
(elevation=4.4) NGVD
ALly or
TOP OF COASTAL BANK (TOCB)
Q,
(top of existing seawall) 111� \`\
\
TOP OF COASTAL BANK (TOCB)
\
,j �M �\ •(`(�h,
v
y
\\\ a9 \
Y 1
/ by/' of `\
twin
p (� \
100—FOOT BUFFER ZONE
(measured from TOCB) A.
.\ ,.
lawn
p •�
/ ,eQ W
e
FLAT ......_:\ \. \. \\•. •`�.
LAWN
/ q / co E'� '°�`, AREA 100—FOOT INNER—RIPARIAN ZONE `°r=YIN
v
#18 ' aron //o \ \ � � \ ................. o�'�5y \• •'es \`` \�
THORNDIKE STREET ?o
/ Wp //\ . • le°gbr ^�// I \. ( 1 / / / °e \O\ ` / , // _1� lawn /,'cfe ` oO�ere \\'\.\.\ \•• `\
2' LOT 5 / dd o\\.� ,' �;� 'yC \ side 1 ``. S INV RIM-12.04
\ t
/ A lawn GAZEBO h .\ wa ..... \.. `\.
e concrete \.
/ 'waw pavers
lawn / °apo / \\ °"egilt ;^ ` e
// \ G -...\ 9ra'
to
PEASTONE V �� O� ` / lawn 12,a9 /•! vv`.v v' °orb \�
DRIVEWAY \ ,� ^ ' \ /O `. �• ep/ \�
i ti \
FEMA /A2 ZONE \ FLAT
LAWN LOT 3
(elevat fon=10) NGVD / ' lawn c 9°�
° AREA 3 / + \ 14/i \� \
o. \.• o \ / #1� concrete
2 �••
r d leader
/ 4 TREES ? / ` °/iye HURON STREET avers ' lawn
1 TOP OF//COASTAL BANK (TOCB) ,' ' / ��'
/ PEASTONE /� I / s' �ti 2 !'
.4 / fJ.A DRIVEWAY
ed
/ ac I i shed
l I / °ed1 LOT 4 /47 / ra �-
' b / ,• \,/__ '� #2 c O� :% I a W�4� \. concr°r 1 ra�tte\• \ r,�.¢.e(/1 `.•\. e.�.i
j o !/, ,�,`/'' \ e \..., all
MASSEY WAY /. / \3 ae�a14., \� \ \`'• \\\ '9
i i / I •'+ 116c' j / st \ // ° °e / ? 11
1 cone
w
reteIf / 3ti/
FLAT pavers /Jn� cAw
�°O�c
r% dor 0Q ''P3n,r
LAWN
AREA / /
PLAYGROUND
MULCHED ^ti t•I` / •/ ' /` kb
°°o y \ \\
PLAYGROUND / / J / '�_
O
1184
Payers 12
i' / / , \ �.\ rey �(j 3 \ ` cone // ,• ^^rQv. ` \`` `dYyo ¢_"oa•
FIRE y@' \
/ 4/ QO \ \ l \ ' \ / +
aw PIT 118J / `'\,•,.\ \•• l\\` ..
/ / / \� \ n � �,\ �• concrete e # \
12I pavers
/ I I \ \\ . / s• HUBON STREET \ \ \
D//H RIM-12.18 \ \`\ ` /•• / \ ..\
LOT 1
INVtn(a)_8.ys lawn - \, \ y'• lawn , t1,�,
+ INVo,td()-8.38 // �/ / .,\\ �ula
12"Dr¢in(CYP) °i ! / / \ ,�'+¢>�`\` / // I lawn ..,..IL
(rD \
ICB NVotd-? N r'``•'7-_^-. 6-t V ` ^ •. LP
Y , "Y'
Ci! .a !/ '`O 3� / \ + Il. •.\ p�lum •\• �'/ COMr�T
�Q� af
HA NO E
brick .. lawn "Fa / /^ � ao" /
\�
Pavan \`'` ^;°sr, •-/,. \\ � \ /
\ ,
e / w
' 4/ �Ile
., � ♦ 0�ti\ p malum + 11.. . 11
/ ^ `
/ IIIIN
� , / / �.\ / / '\. \ '� S` 10.9 ` �\ un 45 1106
' 1 7
cer\
° rte
leader + 1124 / \\. i! � - eO dr
200—FOOT OUTER—RIPARIAN ZONE �� ;/� '"° lawn
\ `��-_
11145
� DmH j 602.20 0 \\ / \ /.• / G + t 7 a
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SYH R�M�P fa INV-4.12(B }. \\
INV-2.49 UP
` ^•. \`' ` `Sc at brick UTILITY POLE
/ • \.\ ...., .\"C_,�¢y \\.\ GO• ajaew _ // q4'' t� tO e
a�1 \ / pavers °
@°e') ® SEWER MANHOLE
SEWER MANHOLE
\. CO
WG WATER GATE
2a'° :p as ne
\ ` \ '
lawn G3 GAS GATE
\` \• \,` \\ O 4%,r o alae\. / J i Y �' -- — > UTILITY POLE WITH LIGHT
�� `'\. \'•. ` \'\, �•'\ / a/r \ / / / % / � '�'� i/ , j/ � HYDRANT
4Snr� \ // /'/ ' / a/ / / ' ' lawn
°_ L!/ ' L 1 CATCH BASIN
DECIDUOUS TREE
40
CONIFEROUS TREE
s 10 61
got \ \ 1r �; / o / \ < r - • PVC FENCE
ter •.. \` / ' / ,/
_ /
( r`)""y ' WOOD FENCE
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NOTES: `\ `\ �\ \\ +¢`'
\.. /
\ rN2 D \�
1. ELEVATIONS ARE BASED ON NGVD OF 1929 DATUM TO REMAIN CONSISTENT \ a+rarja9
WITH THE APPROVED DEFINITIVE SUBDIVISION PLAN. \ °aRUM 9B \.\
2. PERMANENT BENCHMARK — USC&GS DISK IN CONCRETE BLOCK AT END \ °me \- `\` \. Hn-3.8140
o \ \ \ \...
OF RETAINING WALL ON EAST SIDE OF B&M RAILROAD ON SOUTH SIDE OF INv_3.64't \ ` \-,\ \\ •`.\\`'u1v_6r
MARCH ST. 23.3 FT. EAST FROM FACE OF MARCH ST. BRIDGE OVER B&M RAILROAD. z2J� dG \ m►-6 /' " \ \.
3. UNDERGROUND UTILITIES ARE SHOWN BASED ON FIELD LOCATIONS, o
o
FIELD CARDS, INFORMATION FROM CONTRACTORS AND PLANS OF OPERATING AUTHORITIES. ►°r� pVC\,\ \//12\
THE UTILITIES SHOWN ON THIS PLAN SHOULD BE CONSIDERED APPROXIMATE �'
AND DIAGRAMMATIC ONLY. °
DIGSAFE AGENCY SHOULD BE NOTIFIED TO DEMARCATE UNDERGROUND \`�+\ \`•. `` \"\ \ `
UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION OR EXCAVATION. \ ` �. \\'` �\, ur. ' AS BUILT PLAN
�\ \ 1 & 2 M A SSE Y WAY
\ � \\\ \� \
4. FEMA FLOOD ZONE, WETLAND RESOURCE AREAS AND BUFFER ZONES ARE SHOWN � •, ,`\ \`
AS DELINEATED ON THE PLANS APPROVED FOR THIS ORDER OF CONDITIONS. 18 THORNDIKE STREET\``\./\p \\ \` \\ ~\\` \ 11 & 13 HURON STREET
/X•o1r.J•+a1�'\ `` \
P SALEM
f/IRW(o}6o9` \\`, --\ \ •�• `\ .•,��e -`•. \ z''� SS9` PREPARED FOR
'\ \ y \......... GAIL L- SN
CB RIM-8,67 0o SMITH m PASQUANNA DEVELOPERS INC.
\ \ lNVout_5 G NO.343
GRAPHIC SCALE 1° = 10 1O�S3W
GRAPHIC
SCALE 1" = 10' SEPTEMBER 20, 2017
\.\\ -\.\ \ \ .,, B•r j,°y \ `....,/ 0 10 20 30 S�'� Iwo s'`
NORTH SHORE SURVEY CORPORATION
14 BROWN STREET, SALEM, MA
978-744-4800 #2312
LEGENDGRAPHIC SALE NOTES _AEEM ASSESSORS MM 37.LOT 2RLtt DE AND ITIPOGRAPHY PER»LO~Shoe,
' \ Na1A-wN NNr.�N aYM]Sn9BO(.fAI AIflKY BPP.ON-TORE-(Ag110 9MVEY CPIPIETED OAT,2012
PPHOMILM-m4-]aa IISE WE faIANC HEKING ._
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(etezxition1 4.4) NCVD \ .'AA J ' / sB-BAY 13-ODEA-..w.2 ITOE F 1 1m4- 10 Il J. THE STE WAS USED WEMaRY As A C*NWJkCIats TNA rnl 9UlDN0S PKEMENT AIp STORAGE OF
! ' \ / rllac . CONSTRIC1NN MATERIALS, N NM. THE 9n UMa]ILENT M EX1a191E MEAN-IIP a T(NN N ABCRONME
L f 4 91,N..OIAa: 1Wa SLOPE.BOTIOY TARE(AS
V 1, / •d FEMA A2 ZONE HUB# STREET
MMOT r1N oms RELEASE ABATEMENT YEwvMEs(zAN)wo,Ecr RTYµa).1 No NTNµzeou mMlcTm BY
/ �/ \ \.\ uY TYPAELe AGGRE E N aL•16 EE F MAINE ESEANa1 aMEA,NC MOST 6 WE SITE MS ExuMTED ND CMTAYNAMID 5Y REMI
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TOP OF COASTAL BANK (TOCB)
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44 V LC T / k (top of existing seawall) \ _
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W �q * �J 2 \`\ w OF B�gR.pµSONE 1- 500'. WE BAY FLOm EIFVATI N IS LISTED As AEV na to(USING OATUF
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10all.
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(D ! \ `E` \ ,� J.JM/t#3 I1ST _,t.'. �'\ DRAINAGE.
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4 \ \ a =S� S2 s Y>.F,M„ca #18 Thorndike Street
\ ea" � a � / "�� Salem Massachusetts
TNORNDlKE STREET '\. \ - YA a2-aE I
l0 UAP.vT. Lnr za \ •y \ \ --., LIE+LEE(PTE cnr N«) » '[�)E //�
r / \xM�a\ \ \ \ \�.\( le mann)egaalbn ('{).\ \ / #'" ," \ Dote: September 26. 2012
\` \\ OYyE �r ; p THORNDIKN STREET PLOEMn-1R ssma- 1• = To' Sheet 1 of 1
�� .v ^�/ \ f .�'r �\ Prepared for Pasquanne, Developers• Inc.
p -1979( PPLm) \ 81 0o18m Street Temce. LN MA 01902
o NN. `rv1 ,\ \ PATROAICZ
U �' % \ • t1`�:"G ; Nsl�aMa ca STs 4 ?' $e 4 \ / % #2
E� \,\ LAND DEVELO14 Brown Pet. Salem, MA 01970
P1�iT IN IMIZERING
\, NTH En ER."T Fi
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/ / \ 't WST'LLIATIpI t "$ y ` iNOHNOIEf PLACE LGNIX)Y/N/VY NORTH SHORE SURVEY CORP. MussDEP E ILL:
D\ PPE AS 1 'rf / MAP 97. LOT sa \ a BroomStreet. Salem. MA 01 W0 �•M/EMa�
- \ (978) 836-6400 Nw.�6,9R
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